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| 1 | Foundation |
| 2 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25 m. (Morth Specification No. 12.9 A) |
| 3 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. Assuming depth of water 4.0 m and height of island 4.5 m. (Morth Specification No. 12.9 B) |
| 4 | Providing and constructing one span Service Road to reach island location from one pier location to another pier location. (Morth Specification No. 12.9 C Season 1) |
| 5 | Providing and constructing one span Service Road to reach island location from one pier location to another pier location. (Morth Specification No. 12.9 C Season 2) |
| 6 | Bored cast-in-situ M35 grade RCC Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m. Pile Dia 1200 mm. (Morth Specification No. 12.25 A) |
| 7 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Morth Specification No. 12.4) |
| 8 | Cement Concrete for Reinforced concrete in Pile Cap complete as per Drawing and Technical Specifications RCC Grade M-35 (Morth Specification No. 12.38 D (i)) |
| 9 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Morth Specification No. 12.1 (A) (i)) |
| 10 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (Morth Specification No. 12.40) |
| 11 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. (Morth Specification No. 12.22) |
| 12 | Sub Structure |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Abutment M-35. (Morth Specification No. 13.5 H (q)) |
| 14 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Pier M-35 (Morth Specification No. 13.5 H (q)) |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Abutment Cap M-35 (Morth Specification No. 13.5 H (q)) |
| 16 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Pier Cap M-35 (Morth Specification No. 13.5 H (q)) |
| 17 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Back Wall and Wing Wall M-35 (Morth Specification No. 13.5 H (q)) |
| 18 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Pedestal M-35 (Morth Specification No. 13.5 H (q)) |
| 19 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications in Sesmic Arrester M-35 (Morth Specification No. 13.5 H (q)) |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete. (Morth Specification No. 13.41) |
| 21 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (Morth Specification No. 13.16) |
| 22 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (Morth Specification No. 13.8) |
| 23 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. (Morth Specification No. 13.18) |
| 24 | Super Structure |
| 25 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in Main Beam M-45 (Morth Specification No. 14.1 F (ii) (q)) |
| 26 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in Cross Beam M-40 (Morth Specification No. 14.1 E (ii) (q)) |
| 27 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in Deck Slab M-40 (Morth Specification No. 14.1 E (ii) (q)) |
| 28 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification in Crash Barrier M-40 (Morth Specification No. 14.1 E (ii) (q)) |
| 29 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete. (Morth Specification No. 14.2) |
| 30 | High tensile steel strands 19T 13 including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications (Morth Specification No. 14.3) |
| 31 | Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (Morth Specification No. 14.4) |
| 32 | Drainage Spouts with G.I. Pipe 100 mm dia upto drain complete. (Morth Specification No. 14.9) |
| 33 | PCC M15 Grade leveling course below Approach Slab complete as per drawing and Technical specification (Morth Specification No. 14.10) |
| 34 | Reinforced cement concrete Approach Slab including reinforcement and formwork complete as per drawing and Technical specification M-30 (Morth Specification No. 14.11) |
| 35 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (Morth Specification No. 14.16) |
| 36 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation. (Morth Specification No. 14.21) |
| 37 | Providing, fitting and fixing 65 mm Dia GI Pipe railing with Chair Plate & Railing Plate complete. |
| 38 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Morth Specification No. 15.5) |
| 39 | Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp. (Morth Specification No. 8.28) |
| 40 | Other Work |
| 41 | Pile Bridge |
| 42 | Pile Bridge |
| 43 | Approach Road |
| 44 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Morth Specification No. 3.16) |
| 45 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (Morth Specification No. 4.1 A II) |
| 46 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Morth Specification No. 4.14 A) |
| 47 | Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60to 0.90 kg/sqm using mechanical means. (Morth Specification No. 5.1 A (ii)) |
| 48 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 to 0.35kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Morth Specification No. 5.2 (iii)) |
| 49 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Morth Specification No. 5.4 B) |
| 50 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (Morth Specification No. 5.5 B) |
| 51 | Bricks (S.O.B.) on edge pavement on, patries laid and dry, joints filled with local sand including preparation of base to proper slope & its ramming, Spreading layer of 1 cm (3/8\") depth of local sand over the sub-grade and including supply of all materials labour and T&P etc. required for proper completion of the work. (PWD SOR (762) B) |
| 52 | Laying of the Thermo Plastic Paint Strips (PWD SOR) |
| 53 | Metal Beam Crash BarrierType - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (PWD SOR) |
| 54 | 6m Span over head cantilver structure with 300 mm dia MS one vertical postSupply, fixing & eraction of built up cantilever structure 6m span comprising of one verticalposts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top & 12 mm M.S. Plate at bottom. The horizontal truss shall comprise of 50 mm dia heavy class M.S. Pipe and 40 mm dia heavy M.S. Pipe as bracing & 10 mm MS plae at bottom for fixing to verticial post as per structure design & drawing with one of steel primer and two coats of synthetic enamel paint. The work includes constructin of RCC foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including earth work in excavation 100 m thick lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast. RCC with and 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearancess and complete. Installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2010 complete in all respect the rates shall include cost of design fabrication, supply, transportation, local shifting erection of signage structure using crane, inclusive of all taxes etc. all T & P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (PWD SOR) |
| 55 | Retro reflective signs for both sideProving and fixing retro reflective signboards comprising of customised modular PU Epoxy coated MS angle iron frame work, almunium composite panel (ACP) as base board, mirco prismatic retro-reflective sheet and electro cut coloured overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Spm. and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminium composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminium on both sides. The ACP shall be fixed on the MS frame with pop riveting of with self taping SS screws 5mm dis spaced not more than 300 mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM : D 4956-09 shall be pressure fixed. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installlation and incidentals all complete as per direction fo the Engineer-in-charge. (PWD SOR)\"=6.10 x 1.80 x 2 |
| 56 | Reflective Raised Pavement Mrakers (PWD SOR)(Road Studs/ Cay Eye)(Bridge length with approach road 495.95)= (495.95/6)* 3 (both side) |
| 57 | Protection Work |
| 58 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Morth Specification No. 3.16) |
| 59 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per centextra for laps and joints laid with stone boulders weighing not less than 40 kg each. (Morth Specification No. 15.2) |
| 60 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (Morth Specification No. 15.5) |
| 61 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (Morth Specification No. 15.4) |
| 62 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (Morth Specification No. 15.4) |
| 63 | Construction of K.C. Drain |
| 64 | Construction of Chute Drains |
